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AHU <br />/ 42' H Id <br />pp WALL aV <br />a w cAP <br />i� <br />Lw <br />m� <br />�0 <br />C 1m <br />DCL. <br />TOP <br />PLATE 9 <br />n <br />A BAR DETAIL <br />TALI=: �'.I'_m• <br />42' HIGH <br />HALF IIIALL <br />& CAP <br />(2) LAYEM OF 3/4' PLYWOOD <br />OR (2) LAYERS CF D/4' &ft <br />FLOOR MAT6tlAL RIPE FOR <br />SOLD NAILING F1 j <br />T/GREu1 *i Ca %y,4•Mq !18 FLOOR 1 � U N . <br />oan,- <br />FRAMING amw) <br />b%M <br />STAIRS ROM TO CONFORM TO FEGRS/4'KICK <br />PA�3/y,.MAX, <br />MM. �ITICN TREAD. .MAX. RISER.T E/4' <br />rMax <br />VOSING <br />10,OR <br />• IS2' <br />V,ygATM IN <br />itl/ERS/IRCAPS ADJACENT TO EACHk <br />MIN. /' <br />TREADS • <br />OTMER G/S' MAX VARIATION IN ANY <br />/ <br />I' NOSNG <br />RIpERAREAID HANDRAIL CIRG1.AR <br />Gl068 DIA TOT IV4' .-V4' <br />R. <br />IVIDSE <br />oR PROVIDE 101I1VALENTORASPAlALITY <br />WNDWA- MN WWDENARROW <br />i*v <br />END MSL II' uAm • R' PROM <br />NARROW END 34'MN MANDRAII- H27. <br />3-2x12 3ERREN'OR2X4 <br />SPP <br />"4LWSTAIRG <br />���.F 494= 100 ACCEOGINA APACE WDER <br />PL-400ILAF£ • <br />SMALL HAVE WALLSLN:MR <br />EA HORIMIN <br />STAIRSUI�ACE A!D ANY GO/FIT6 <br />PROTECTED CN TFE ENCLOSED SIDE <br />2 X 4 RECIWG•EA2 <br />WTH In'GYPeLIM WA & WCR -.4". <br />NamGL•CUC <br />'-N OL. <br />CHED aV rod <br />' NAW6 • 2X4 P.T. <br />INTO GLAD WITHIN S' <br />END. 32' OL. MAX <br />STAIR SECTION <br />B GALE: /2'•I'-m' <br />THE CLEAR SPACE BETWEEN <br />1 1/2' THE HANDRAIL AND THE WALL <br />MIN. SHALL BE NO LESS THAN 1 1/2' <br />HANDRAIL 0 36' AS PER FBCR R311.1.82 <br />V 2X4 RE-INFORCING <br />NOTE: <br />HANDRAIL ENDS SHALL BE <br />RETURNED TO THE WALL OR <br />TERMINATE INTO A NEWEL <br />POST. <br />NOTE: <br />I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A <br />DIAMETER OF Ij's 2' OR A NONCIRCULAR CROSS SECTION WITH A <br />PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND <br />A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES <br />SHALL HAVE A MINIMUM RADIUS OF 1/8'. <br />2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF <br />FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY <br />DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE <br />SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM <br />STRESSES- PER SECTION 1601.0.1 / F.B.C. 2020 <br />HANDRAIL SECTION <br />D !HLD v2.1'D <br />HDR. DTL. <br />NOTE: HEADER RN OW TO BE PER <br />COMMUNITY STANDARDS <br />1 N. RONALD REAGAN SL <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />www.abdeslgngroup.com <br />AA S: 0003325 <br />a <br />o <br />a <br />ABB(Ar <br />PARK <br />LOT #25 <br />BLK #7 <br />PROJECT# <br />04181.000-25071 <br />MODEIs <br />4EHB <br />"2605- HAYDEN" <br />OARAOE o wnTO: <br />RIGHT <br />PAOR: <br />FLOOR PLAN <br />SECTIONS / <br />DETAILS <br />60 H E <br />JON B21 <br />It �Q23 <br />Dw 06/14/21 <br />8CALE: 1/4"=1'-C <br />eHffiET <br />A1A <br />